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    • 1. 发明授权
    • Consolidation construction for improving soft, unstable foundation
    • 巩固施工,改善软,不稳定的基础
    • US4089183A
    • 1978-05-16
    • US726204
    • 1976-09-24
    • Masaaki EndoMitsuo MiuraYoshinori Kukino
    • Masaaki EndoMitsuo MiuraYoshinori Kukino
    • E02D3/12E02D27/26E02D27/36
    • E02D27/36E02D27/26E02D3/12
    • Consolidation construction for soft, unstable foundation for improving the bearing strength in order to fill earth thereon as in land reclaiming or to build structural construction thereon including dikes and roads. Examples of such unstable foundation requiring consolidation are: sea bottom with soft unsolid sedimentation heap as often referred to recently in Japan as HEDORO, muddy swamp land, layer of slimy industrial waste sludge of much water content and the like. Consolidation is effected on the spot by admixing hardening agent, such for instance as cement, with the slimy mud heap constituting the soft, unstable foundation. The construction is featured by a large number of consolidated walls juxtaposed one after another, each extending along the direction coinciding with the direction in which the maximum sliding, shearing rupture stress appears under the gravity load of the superstructure, namely the fill-soil or the edifice, built on the soft, unstable foundation improved by this consolidation construction; and ensures dynamically very stable consolidation effect, with quite large bearing strengths both for the vertical gravity load from the above and for the sliding, shearing rupture stress.
    • 用于改善承载力的软,不稳定基础的固结结构,以便在土地回收中填充地面或在其上构建其上的结构构造,包括堤坝和道路。 需要固结的这种不稳定的基础的例子是:日本经常称为HEDORO,泥泞的沼泽地,含水量多的粘性工业废渣层等,软底泥沉积堆积的海底。 通过将硬化剂(例如水泥)与粘性泥浆堆组成柔软,不稳定的基础在现场进行固结。 该结构的特点是大量并排的并排墙壁,每个沿着与上层建筑重力载荷下出现最大滑动,剪切断裂应力方向一致的方向延伸,即填土或 建设在软,不稳定的基础上,通过巩固建设得到改善; 并确保动态非常稳定的固结效果,对于上述的垂直重力载荷和滑动剪切断裂应力具有相当大的轴承强度。
    • 4. 发明授权
    • Apparatus and method for multiple spindle kneading for improving ground
    • 用于改善磨土的多主轴揉捏装置和方法
    • US4084383A
    • 1978-04-18
    • US744990
    • 1976-11-26
    • Yoshinori KukinoMitsuo MiuraHayao Aoyagi
    • Yoshinori KukinoMitsuo MiuraHayao Aoyagi
    • E02D3/12E02D27/26
    • E02D27/26E02D3/126
    • A plurality of agitation spindles are disposed, and an agitation vane is attached to the lower portion of each agitation spindle. A mixing and kneading zone for mixing and kneading soft soil with a hardener is formed so that the hardener is supplied near these agitation vanes. The agitation spindles are supported by reinforcing members and connecting members to construct a multiple spindle kneading apparatus for improving ground. In one embodiment, blade-like excavating cutters are mounted on the agitation spindles. In another embodiment, hollow agitation spindles are used and the hollow portions are used as hardener passages. In still another embodiment, a tube for injecting the hardener into the mixing and kneading zone is disposed so that it can be moved up and down. A method for hardening soft ground by using this multiple spindle kneading apparatus in which the hardener feed position can be changed is provided.
    • 设置多个搅拌轴,在搅拌轴的下部安装搅拌叶片。 形成用于将软土与硬化剂混​​合和捏合的混合和捏合区域,使得硬化剂在这些搅拌叶片附近供应。 搅拌轴由加强构件和连接构件支撑,构成用于改善地面的多主轴捏合装置。 在一个实施例中,叶片式挖掘刀具安装在搅拌轴上。 在另一个实施方案中,使用中空搅拌锭子,并且将中空部分用作固化剂通道。 在另一个实施例中,将用于将固化剂注入混合和捏合区域的管设置成使其能够上下移动。 提供了一种通过使用其中可以改变固化剂进给位置的该多轴捏合装置来硬化软土的方法。